EP1357229B1 - Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel - Google Patents
Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel Download PDFInfo
- Publication number
- EP1357229B1 EP1357229B1 EP02405328A EP02405328A EP1357229B1 EP 1357229 B1 EP1357229 B1 EP 1357229B1 EP 02405328 A EP02405328 A EP 02405328A EP 02405328 A EP02405328 A EP 02405328A EP 1357229 B1 EP1357229 B1 EP 1357229B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pipe
- cable
- duct
- wedging element
- remote end
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title claims abstract description 48
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 16
- 239000000126 substance Substances 0.000 claims description 14
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000011496 polyurethane foam Substances 0.000 claims description 2
- 230000000712 assembly Effects 0.000 description 5
- 238000000429 assembly Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 230000001627 detrimental effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 238000003483 aging Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
Definitions
- the invention relates to a method for impeding transverse relative displacements of a pipe and at least one cable which extends into this pipe, and this with a certain transverse play.
- the invention also relates to assemblies each made up of a cable and a pipe which are immobilized with respect to one another according to the aforementioned method.
- the invention also relates to stayed structures which include at least one assembly of the aforementioned type.
- Designated by cable is particularly, but not exclusively, a cable used for the construction of stayed structures, such as suspension bridges, cable-stayed bridges, stadium roofs, buildings, telecommunications towers, etc.
- Such a cable comprises at least one strand embedded in a protective piping, but, generally, such a cable is constituted of a bundle of strands.
- each strand is made up of a plurality of monostrands which are themselves made up of metallic wires.
- Each strand can either be made up of a bare metallic strand or an individually greased and sheathed monostrand.
- Designated by pipe is particularly a robust outer stay pipe which achieves a full encapsulation of the cable in order to ensure durability of said cable.
- a pipe -- also referred to as a stay pipe -- is generally placed between two points of anchorage provided for the cable -- also referred to as a stay cable. Then the cable is constructed in the pipe in particular through successive introduction of cable strands.
- This method of construction implies the use of a pipe whose inner diameter is noticeably greater than the outer diameter of the cable.
- EP 0 169 276 also discloses the possibility to foam up the cushion material in situ using an age-hardening type tacky material such as foamable urethane.
- One result which the invention aims to obtain is a method that makes it possible to prevent in a simple and economical way the relative displacement of a pipe, such as a stay pipe, and a cable, such as a stay cable, these elements being assembled, one in the other, with a certain transverse play, and this even for already assembled stays.
- Another result which the invention aims to obtain is a method that can be adapted to different configurations of pipe and cable.
- the invention has as its subject matter a method for impeding transverse relative displacements of a pipe and at least one cable which extends into this pipe and this with a certain transverse play, this method being in particular characterized in that :
- this method comprises the following steps:
- the invention also relates:
- an assembly 1 including at least one pipe 2 and one cable 3 engaged in this pipe 2 with a transverse play sufficient to allow a transverse displacement relative to the two elements, i.e. the said pipe 2 and the said cable 3, for example under the effect of a moving force 5 applied on the outer surface 6 of the pipe 2.
- the pipe 2 and the cable 3 each have a predetermined longitudinal dimension L2, L3 and the cable 3 is engaged in the pipe 2, at least partially, but generally over the entire longitudinal dimension L2 of this pipe 2.
- a transverse displacement relative to the pipe 2 and the cable 3 can be expected when the flexibility of the cable 3 and/or of the pipe 2 is sufficient to allow such a displacement as is frequent in the case of stayed structures 7 such as bridges 7.
- the cable 3 has each of its ends 30, 31 firmly anchored to an anchoring device 70, 71 itself connected to the structure 7.
- the pipe 2 also has each of its ends 20, 21 firmly anchored to the device 70, 71 for anchoring the ends of the cable 3.
- anchoring devices 70, 71 are not shown in further detail or have not been represented because they are not directly related to the invention.
- this moving force 5 can bring about a rattling of the pipe 2 on the cable 3 which causes noise and mechanical actions that can be detrimental for the life of the assembly of pipe 2 and cable 3.
- cable 3 particularly -- but not exclusively -- designates a cable 3 used for the construction of stayed structures 7, such as suspension bridges, cable-stayed bridges, stadium roofs, buildings, telecommunications towers, etc.
- the pipe 2 is a pipe intended to protect a cable 3 consisting of a stay cable, such as a stay cable of a suspended bridge 7, and in this case the mentioned moving force 5 results in particular from the action of the wind.
- the invention relates to a method for impeding transverse relative displacements of a pipe 2 and at least one cable 3 which extends in this pipe 2, and doing so with a certain transverse play.
- this method comprises the following steps
- the said wedging element 9 is constructed by injecting locally into the pipe 2 a substance 10 able to solidify.
- polyurethane foam is used in making each wedging element 9.
- At least one orifice 11 is traversed that has been provided beforehand in the pipe wall 12 at a predetermined place on the selected pipe portion 8.
- the piercing means has not been shown.
- the injection means has been symbolized simply by the encircled 90 marking ( Figure 7 ).
- the substance 10 is injected locally in said pipe 2 by means of the following steps:
- the cable 3 is made up of a plurality of strands 13 which are disposed successively in the pipe 2 so as to constitute a bundle 14 of a predetermined number of strands 13.
- each duct 15 is disposed in the pipe at least after the cable has been formed in the pipe 2, but preferably before the said cable 3 is formed in the said pipe 2.
- the method when it is necessary to form a plurality of wedging elements 9 in the pipe 2, the method comprises the following steps:
- the position of said remote end 17 of said duct 15 in said pipe 2 is adjusted by acting upon said duct 15 through traction, in particular from its near end 16.
- the near end 16 of the duct 15 passes beyond the pipe at the level of one of its opposite end regions 20, 21 and the adjustment of the position of the remote end 17 in the pipe 2 is carried out by exerting traction on the said duct 15, then on the near end 16.
- This near end 16 of the duct 15 can also pass beyond the pipe through a specially made cut-out in the wall 12 of the pipe 2.
- the wedging element 9 is made in the transversal lower part 18 of the selected pipe portion 8 in such a way as to bring the cable 3 into contact with the pipe 2 in the transversal upper part 19 of the selected pipe portion 8.
- the wedging element 9 is made in the transversal upper part 19 of the selected pipe portion 8 in such a way as to keep the cable 3 in contact with the pipe 2 in the transversal lower part 18 of the selected pipe portion 8.
- the invention also relates to assemblies 1 made up of a pipe 2 and a cable 3 which have been treated according to the method, i.e. are immobilized with respect to one another according to the method described above.
- An assembly 1 made up of a pipe 2 and cable treated according to the method of the invention is noteworthy in that it comprises at least one portion 8, of predetermined longitudinal dimension L8, of pipe 2, in which portion at least one wedging element 9 is located constructed locally between the cable 3 and said pipe 2, this at least one wedging element 9 being of a nature so as to suppress the transverse play 4 existing between the cable 3 and the pipe 2 in said at least one selected pipe portion 8.
- an assembly 1 made up of a pipe 2 and a cable 3 treated according to the method of the invention is noteworthy in that at least one wedging element 9 is located disposed between the cable 3 and said pipe 2 in at least one portion 8, of predetermined longitudinal dimension L8, of pipe 2, said wedging element 9 being constructed by injecting locally into the pipe 2 a substance 10 able to solidify.
- the invention also relates to structures 7 comprising at least one assembly 1 made up of a pipe 2 and a cable 3 of the aforementioned type.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Reinforcement Elements For Buildings (AREA)
- Control Of Metal Rolling (AREA)
Claims (8)
- Verfahren zur Hemmung gegenläufiger relativer Verschiebungen einer Leitung (2) und mit mindestens einem Kabel (3), welches sich in dieser Leitung (2) ausdehnt, und das mit einem gewissen gegenläufigen Spiel (4),
wobei das mindestens eine Kabel (3) zuerst in die Leitung (2) eingelegt ist;
und wobei eine Vielzahl von Klemmelementen (9) zwischen dem Kabel (3) und der Leitung (2) eingebaut sind, wobei die Klemmelemente (9) das gegenläufige Spiel (4), das zwischen dem mindestens einen Kabel (3) und der Leitung (2) auftritt, unterdrücken,
dieses Verfahren ist dadurch gekennzeichnet, dass es die folgenden Schritte umfasst:- Anordnen von mindestens einem Kabelkanal (15) in der Leitung auf solche Weise, dass dieser Kabelkanal (15) über ein Ende (16) verfügt, welches als das nahe Ende (16) bezeichnet wird und sich außerhalb der Leitung (2) befindet, und über ein anderes Ende (17), welches als das entfernte Ende (17) bezeichnet wird und sich innerhalb der Leitung (2) befindet, und nachdem alle der Kabel (3) in der Leitung (2) angeordnet wurden,- Anpassen der Position des entfernten Endes (17) des Kabelkanals (15) in der Leitung (2), um durch Einwirken auf den Kabelkanal (15) das entfernte Ende (17) in einem ausgewählten Leitungsabschnitt (8) zu platzieren, um ein Klemmelement (9) zu bilden,- Einführen einer Substanz (10) die sich im Kabelkanal (15) vom nahen Ende (16) her erhärtet, wobei dies auf solche Weise durchgeführt wird, damit diese Substanz (10) wieder durch das entfernte Ende (17) herauskommt, welches sich im ausgewählten Leitungsabschnitt (8) befindet, bis sich das Klemmelement (9) gebildet hat,- Bewegen des entfernten Endes (17) des Kabelkanals (15) in einen anderen ausgewählten Leitungsabschnitt (8), in dem ein Klemmelement (9) gebildet werden soll, durch Einwirken auf den Kabelkanal (15),- anschließendes Bilden des Klemmelements und Weiterführen dieser Prozedur, solange bis alle Klemmelemente (9) gebildet worden sind. - Verfahren nach Anspruch 1, das dazu verwendet wird, gegenläufige relative Verschiebungen in einer Leitung (2) zu verhindern, und mit mindestens einem Kabel (3), welches sich in dieser Leitung (2) ausdehnt, wobei das Kabel (3) aus einer Vielzahl von Adern (13) gebildet ist, die hintereinander in die Leitung (2) eingesetzt sind, um ein Bündel (14) einer vorher festgelegten Anzahl von Adern (13) zu bilden, wobei dieses Verfahren dadurch gekennzeichnet ist, dass jeder Kabelkanal (15) mindestens nach der Bildung des Kabels (3) in der Leitung (2) in die Leitung eingesetzt worden ist.
- Verfahren nach Anspruch 1 oder 2, gekennzeichnet dadurch, dass die Position des entfernten Endes (17) des Kabelkanals (15) in der Leitung (2) angepasst wird, indem auf den Kabelkanal (15) durch Zugkraft, insbesondere von seinem nahen Ende (16) her, eingewirkt wird.
- Verfahren nach Anspruch 3, gekennzeichnet dadurch, dass- um die Position des entfernten Endes (17) in der Leitung (2) anzupassen, kontrollierte Zugkraft auf den Kabelkanal (15) angewendet wird, indem auf das nahe Ende (16) dieses Kabelkanals (15), welches sich außerhalb der Leitung (2) befindet, eingewirkt wird,- um diese Anpassung der Position des entfernten Endes (17) des Kabelkanals (15) in der Leitung (2) durchführen zu können, indem bei Einsetzen des Kabelkanals (15) in die Leitung eine Zugkraft auf sein nahes Ende (16) eingesetzt wird, platziert man diesen Kabelkanal (15) auf solche Weise, dass sein entferntes Ende (17) in jede erdenkliche Richtung zu einem ersten Abschnitt (8) des Kabelkanals (2), der zur Bildung eines Klemmelements (9) ausgewählt wurde, gezogen werden kann.
- Verfahren nach einem der Ansprüche 1 bis 4, gekennzeichnet dadurch, dass der Wert der Ausdehnung des ausgewählten Leitungsabschnitts (8) in der Länge (L8), in den das Klemmelement (9) zwischen dem Kabel (3) und der Leitung (2) eingeschoben werden soll, festgelegt wird, wobei die Fähigkeit der Substanz (10), aus der das Klemmelement (9) gemacht ist, die Verschiebung der Leitung (2) und/oder des Kabels (3) zu verhindern, berücksichtigt ist.
- Verfahren nach Anspruch 5, gekennzeichnet dadurch, dass im ausgewählten Leitungsabschnitt (8), der über einen quer verlaufenden unteren Teil (18) und einen quer verlaufenden oberen Teil (19) verfügt, das Klemmelement (9) im quer verlaufenden unteren Teil (18) des ausgewählten Leitungsabschnitts (8) auf solche Weise gebildet wird, um das Kabel (3) in Kontakt mit der Leitung (2) im quer verlaufenden oberen Teil (19) des ausgewählten Leitungsabschnitts (8) zu bringen.
- Verfahren nach Anspruch 5, gekennzeichnet dadurch, dass im ausgewählten Leitungsabschnitt (8), der über einen quer verlaufenden unteren Teil (18) und einen quer verlaufenden oberen Teil (19) verfügt, das Klemmelement (9) im quer verlaufenden oberen Teil (19) des ausgewählten Leitungsabschnitts (8) auf solche Weise gebildet wird, um das Kabel (3) in Kontakt mit der Leitung (2) im quer verlaufenden unteren Teil (18) des ausgewählten Leitungsabschnitts (8) zu halten.
- Verfahren nach einem der vorhergehenden Ansprüche, gekennzeichnet dadurch, dass Polyurethanschaum verwendet wird, um jedes Klemmelement (9) zu bilden.
Priority Applications (12)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT02405328T ATE458090T1 (de) | 2002-04-22 | 2002-04-22 | Verfahren zur verhinderung von relativen transversalen bewegungen zwischen einem rohr und mindestens einem kabel |
ES02405328T ES2341320T3 (es) | 2002-04-22 | 2002-04-22 | Metodo para impedir desplazamientos relativos transversales de un tubo y al menos un cable. |
DE60235347T DE60235347D1 (de) | 2002-04-22 | 2002-04-22 | Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel |
EP02405328A EP1357229B1 (de) | 2002-04-22 | 2002-04-22 | Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel |
PT02405328T PT1357229E (pt) | 2002-04-22 | 2002-04-22 | Método para impedir deslocamentos relativos transversais de um tubo e, pelo menos, um cabo |
KR10-2003-0018126A KR20030084587A (ko) | 2002-04-22 | 2003-03-24 | 파이프와 적어도 하나의 케이블의 상대적인 횡방향 변위를방해하는 방법 |
US10/407,409 US7007430B2 (en) | 2002-04-22 | 2003-04-04 | Method for impeding transverse relative displacements of a pipe and at least one cable |
AU2003203770A AU2003203770B2 (en) | 2002-04-22 | 2003-04-17 | Method for impeding transverse relative displacements of a pipe and at least one cable |
RU2003111483/03A RU2319804C2 (ru) | 2002-04-22 | 2003-04-21 | Способ предотвращения поперечных относительных смещений трубы и по меньшей мере одного троса |
JP2003115701A JP4275449B2 (ja) | 2002-04-22 | 2003-04-21 | パイプと少なくとも1本のケーブルの横方向相対変位を防止する方法 |
CNB03123206XA CN100354476C (zh) | 2002-04-22 | 2003-04-22 | 阻止管子和至少一缆索横向相对位移的方法 |
HK04103102A HK1060164A1 (en) | 2002-04-22 | 2004-05-03 | Method for impeding transverse relative displacements of a pipe and at leat once cable |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP02405328A EP1357229B1 (de) | 2002-04-22 | 2002-04-22 | Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1357229A1 EP1357229A1 (de) | 2003-10-29 |
EP1357229B1 true EP1357229B1 (de) | 2010-02-17 |
Family
ID=28686036
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02405328A Expired - Lifetime EP1357229B1 (de) | 2002-04-22 | 2002-04-22 | Verfahren zur Verhinderung von relativen transversalen Bewegungen zwischen einem Rohr und mindestens einem Kabel |
Country Status (12)
Country | Link |
---|---|
US (1) | US7007430B2 (de) |
EP (1) | EP1357229B1 (de) |
JP (1) | JP4275449B2 (de) |
KR (1) | KR20030084587A (de) |
CN (1) | CN100354476C (de) |
AT (1) | ATE458090T1 (de) |
AU (1) | AU2003203770B2 (de) |
DE (1) | DE60235347D1 (de) |
ES (1) | ES2341320T3 (de) |
HK (1) | HK1060164A1 (de) |
PT (1) | PT1357229E (de) |
RU (1) | RU2319804C2 (de) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7959395B2 (en) | 2002-07-22 | 2011-06-14 | Brooks Automation, Inc. | Substrate processing apparatus |
US7988398B2 (en) | 2002-07-22 | 2011-08-02 | Brooks Automation, Inc. | Linear substrate transport apparatus |
DE102007017697A1 (de) | 2007-04-14 | 2008-10-23 | Dywidag-Systems International Gmbh | Zugglied für Bauwerke sowie Verfahren zu dessen Herstellung |
US8602706B2 (en) | 2009-08-17 | 2013-12-10 | Brooks Automation, Inc. | Substrate processing apparatus |
JP5571411B2 (ja) * | 2010-02-23 | 2014-08-13 | 国立大学法人京都大学 | 制振ケーブル |
CN104746428A (zh) * | 2013-12-31 | 2015-07-01 | 上海浦江缆索股份有限公司 | 拉索制作的精度控制方法 |
CN105088950B (zh) * | 2014-05-13 | 2017-10-03 | 柳州欧维姆机械股份有限公司 | 一种外层有聚脲防护材料的钢绞线拉索及其制作方法 |
CN105088947B (zh) * | 2014-05-13 | 2017-10-03 | 柳州欧维姆机械股份有限公司 | 一种填充或涂覆有聚脲防护材料的钢丝拉索的制作方法 |
CN105463998A (zh) * | 2016-01-06 | 2016-04-06 | 柳州东方工程橡胶制品有限公司 | 一种斜拉索外置式减震装置的安装方法 |
CN105755956A (zh) * | 2016-04-29 | 2016-07-13 | 重庆万桥交通科技发展有限公司 | 斜拉桥用新型斜拉索 |
CN110593097B (zh) * | 2019-09-04 | 2021-06-15 | 郭斌 | 一种悬索桥主缆预成型索股制造及入鞍系统 |
CN115023562B (zh) * | 2020-03-09 | 2024-05-24 | 迪维达格系统国际有限公司 | 缆索弯曲限制组件以及缆索弯曲限制组件与缆索、锚固件、压紧夹持单元和凹槽管的组合 |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3917285A (en) * | 1973-05-14 | 1975-11-04 | Interpace Corp | Collar for joint of underground pipe |
US3935685A (en) * | 1974-06-07 | 1976-02-03 | Howlett Machine Works | Anchor member and method of forming same |
US4372706A (en) * | 1980-10-06 | 1983-02-08 | Exxon Production Research Co. | Emergency cable gripper |
JPS6059350B2 (ja) * | 1983-02-01 | 1985-12-24 | 神鋼鋼線工業株式会社 | ケ−ブルの防食被覆方法 |
JPS60154405U (ja) * | 1984-03-26 | 1985-10-15 | 株式会社 春本鉄工所 | 橋梁ケ−ブルの外装材 |
US5079879A (en) * | 1987-08-24 | 1992-01-14 | Alan Rodriguez | Anti-corrosive post-tensioning anchorage system |
JPH06136718A (ja) * | 1991-09-27 | 1994-05-17 | Nkk Corp | ケ−ブル制振装置 |
FR2712900B1 (fr) * | 1993-11-22 | 1996-02-02 | Freyssinet Int Stup | Perfectionnements aux procédés et dispositifs pour mettre en place des gaines discontinues sur des câbles et aux câbles ainsi gainés. |
DE4433847C2 (de) * | 1994-09-22 | 1997-09-25 | Dyckerhoff & Widmann Ag | Verfahren zum Einbringen einer Vergußmasse in einen Hohlraum |
DE29506476U1 (de) * | 1995-04-15 | 1996-08-14 | Dyckerhoff & Widmann AG, 81902 München | Vorrichtung zur Verwendung beim Einführen der einzelnen Zugelemente eines frei gespannten Zugglieds |
DE19528999C2 (de) * | 1995-08-07 | 2000-01-05 | Pfleiderer Verkehrstechnik | Verbindung von Spannbetonelementen und Verfahren hierzu |
DE29517250U1 (de) * | 1995-10-31 | 1995-12-14 | Dyckerhoff & Widmann AG, 81902 München | Abstützung eines freien Zugglieds, vorzugsweise eines Schrägseils einer Schrägseilbrücke |
JPH09302615A (ja) * | 1996-05-20 | 1997-11-25 | P S Co Ltd | 架空ケーブルの防振構造 |
US6138309A (en) * | 1997-12-10 | 2000-10-31 | Board Of Regents Of University Of Nebraska | Tension members for erecting structures |
JP2000328517A (ja) * | 1999-05-17 | 2000-11-28 | Hayakawa Rubber Co Ltd | ケーブルの制振装置 |
US6327825B1 (en) * | 2000-04-24 | 2001-12-11 | Charles Pankow Builders Ltd. | Method and apparatus for use in positioning high-strength cables within a precast moment resisting frame |
-
2002
- 2002-04-22 PT PT02405328T patent/PT1357229E/pt unknown
- 2002-04-22 DE DE60235347T patent/DE60235347D1/de not_active Expired - Lifetime
- 2002-04-22 EP EP02405328A patent/EP1357229B1/de not_active Expired - Lifetime
- 2002-04-22 ES ES02405328T patent/ES2341320T3/es not_active Expired - Lifetime
- 2002-04-22 AT AT02405328T patent/ATE458090T1/de not_active IP Right Cessation
-
2003
- 2003-03-24 KR KR10-2003-0018126A patent/KR20030084587A/ko not_active Application Discontinuation
- 2003-04-04 US US10/407,409 patent/US7007430B2/en not_active Expired - Fee Related
- 2003-04-17 AU AU2003203770A patent/AU2003203770B2/en not_active Ceased
- 2003-04-21 JP JP2003115701A patent/JP4275449B2/ja not_active Expired - Lifetime
- 2003-04-21 RU RU2003111483/03A patent/RU2319804C2/ru not_active IP Right Cessation
- 2003-04-22 CN CNB03123206XA patent/CN100354476C/zh not_active Expired - Fee Related
-
2004
- 2004-05-03 HK HK04103102A patent/HK1060164A1/xx not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
JP2003313819A (ja) | 2003-11-06 |
AU2003203770A1 (en) | 2003-11-06 |
HK1060164A1 (en) | 2004-07-30 |
DE60235347D1 (de) | 2010-04-01 |
CN1453427A (zh) | 2003-11-05 |
JP4275449B2 (ja) | 2009-06-10 |
KR20030084587A (ko) | 2003-11-01 |
AU2003203770B2 (en) | 2009-09-17 |
ES2341320T3 (es) | 2010-06-18 |
EP1357229A1 (de) | 2003-10-29 |
CN100354476C (zh) | 2007-12-12 |
US20030196827A1 (en) | 2003-10-23 |
ATE458090T1 (de) | 2010-03-15 |
RU2319804C2 (ru) | 2008-03-20 |
US7007430B2 (en) | 2006-03-07 |
PT1357229E (pt) | 2010-05-17 |
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